INFLUENCE OF STRAIN RATE ON EARTHQUAKE RESISTANCE EFFECT OF REINFORCED CONCRETE SHEAR WALL

Song Yupu; Zhang Xiaoli

doi:10.13204/j.gyjz201203002

Volume 42 Issue 3

Dec. 2014

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Song Yupu, Zhang Xiaoli. INFLUENCE OF STRAIN RATE ON EARTHQUAKE RESISTANCE EFFECT OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 7-11,6. doi: 10.13204/j.gyjz201203002

Citation:

Song Yupu, Zhang Xiaoli. INFLUENCE OF STRAIN RATE ON EARTHQUAKE RESISTANCE EFFECT OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 7-11,6. doi: 10.13204/j.gyjz201203002

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INFLUENCE OF STRAIN RATE ON EARTHQUAKE RESISTANCE EFFECT OF REINFORCED CONCRETE SHEAR WALL

doi: 10.13204/j.gyjz201203002

1.
State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China

Received Date: 2011-10-28
Publish Date: 2012-03-20

Abstract

Abstract

The response of RC(reinforced concrete)shear wall with different shear span ratios and axial compression ratios under quasi-static load and dynamic load with high strain rate is studied using finite element software ABAQUS.Then the results are compared with the results calculated according to codes after considering strain rate effect,to obtain the influence of strain rates on aseismic capacity of RC shear wall.Through comparing the failure mode and bearing capacity of shear wall under various shear span ratios,axial compression ratios and strain rates,it can be concluded that: with the increasing of strain rate,the seismic bearing capacity of shear wall will increase if the shear span ratios and axial compression ratios of shear walls are the same.So the strain rate effect should be taken into account properly in the seismic analysis of RC shear wall.
- reinforced concrete,
- shear wall,
- strain rate,
- quasi-static,
- dynamic behavior

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References(10)

References

Fu H C,Erki M A,Seckin M. Review of Effects of Loading Rateon Reinforced Concrete[J].Journal of Structural Engineering ASCE,1991,(12):3660-3670.

Sun J Y,Li G Q,Lu Y. Numerical Simulation of Response ofSRC Columns Subjected to Blast Loading[J].Transactions of Tianjin University,2006,(z1):126-131.

柳锦春,方秦,龚自明. 爆炸荷载作用下钢筋混凝土梁的动力响应及破坏形态分析[J].爆炸与冲击,2003,(01):25-30.

阎石,张亮,王丹. 钢筋混凝土板在爆炸荷载作用下的破坏模式分析[J].沈阳建筑大学学报(自然科学版),2005,(03):177-180.

Kazushi Shimazaki,Akira Wada. Dynamic Analysis of a Reinforced Concrete Shear Wall with Strain Rate Effect[J].ACI Structural Journal,1998,(05):488-497.

肖诗云,许东. 应变率效应对钢筋混凝土柱的影响[J].防灾减灾工程学报,2009,(06):668-675.

张皓,李宏男. 应变率对钢筋混凝土剪力墙动态性能的影响[J].防灾减灾工程学报,2010,(03):303-308.

孟顺意. 混凝土双轴动态试验研究[D].大连:大连理工大学,2010.

肖诗云,张剑. 不同应变率下混凝土受压损伤试验研究[J].土木工程学报,2010,(03):40-45.

肖诗云,田子坤. 混凝土单轴动态受拉损伤试验研究[J].土木工程学报,2008,(07):14-20.

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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